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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.0 LAccepted-AOC | L1 | Accepted-AOC Quoted lowest rate | |
| 2 | L2₹30.0 L+₹110.90 (<0.01%)Rejected-AOC | L2 | Rejected-AOC Quoted second lowest rate | |
| 3 | Rejected-Technical | - | Rejected-Technical Technically Not Qualified |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
5 Dec 2022, 2:00 pmClosed
EE, PWRD, Dhemaji TRD
Office of the Executive Engineer, PWRD, Dhemaji
Construction of Road from Pachim Subahi Kala Tiniali to Baba Ashram (from Ch. 0.00 KM to Ch. 0.366 KM).
2022_PWD_27933_1
DMJ/TRD/BORDER-2/2022-23/1956 Date 23/11/2022
Open Tender
Civil Works – Roads
Works
90 days
Dhemaji
Please refer Tender documents.
3 documents required · 3 mandatory
₹900
₹60,000
Yes
Office of the Executive Engineer, PWRD, Dhemaji
20 Feb 2023
29 Nov 2022
6 Dec 2022
29 Nov 2022
5 Dec 2022
30 Nov 2022
29 Nov 2022 - 5 Dec 2022
29 Nov 2022
Amount
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (I) By manuals means. B. In the area of non thorny jungle.
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.A. Lead upto 100 m i Girth above 300 mm to 600 mm
ii Girth above 600 mm to 900 mm
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirment of table 300.2 with lead upto 1000m.
Construction of granular sub-base by providing well graded material spreading in uniform layer with motor grader on prepared surface, mix in place method with rotavator at OMC and compacting with wheel roller to achieve the desired density, as per Technical specification Cl.401. (I) For Grading I Materials
WBM Grading 3 Using stone screening Type -B 11.2 mm for Gr. III Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density grading -3 as per Technical Specification clause 405. (A)By Manual means-
INTER LOCKING CONCRETE BLOCK PAVEMENT iii) Providing and laying interlocking concrete block pavement with M30 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. A.Including Edge block/ Edge restraints
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
Providing dustbin
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 ii) 600mm equilateral triangle
iv. 800mm x 600mm rectangular
Kilometre StoneReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (ii ) Ordinary Kilometer Stone (Precast)
(iii) 200 m stone (precast)
Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
Subimal Padun
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